INSTALL_2003 TANK TOP UPGRADE - Laserfiche WebLink

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GENERAL NOTES COMPLIANCE NOTES PIPING LEGEND 2" F.G. DOUBLE WALL PRODUCT PIPING ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS 2" OR 3" F.G. SINGLE WALL VAPOR RECOVERY PIPING AND EQUIPMENT LOCATIONS . . . . . . . . 2" F.G. SINGLE WALL VENT PIPING ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED, TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE ( 100P.U.E.E) '- - P.U. PROCEEDING WITH THE WORK. 'u 'j u POLE NUMBER 510020 PROPERTY LINE POLE NUMBER 510040 PRODUCT, VAPOR AND VENT PIPING IS TO SLOPE TOWARD TANK GENERAL CONTRACTORS OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5'-0" 7 77 --/-77777777 /777 77 OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, 7777-/--7 7 1/8- PER FOOT MINIMUM. SIPHON PIPING TO SLOPE 1/4-INCH PER FOOT. GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION. SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, TANK SYSTEM TO BE INSPECTED BY OWNER'S ENGINEER & GOVERNING AGENCY AT FOUR (4) SEPARATE CONSTRUCTION PHASES \z z NOT GRAPHICALLY. ALL PRODUCT PIPING TO BE DOUBLE CONTAINMENT AS REQUIRED: PIPE. VAPOR RECOVERY AND VENT PIPING TO BE SINGLE WALL PIPE. 0 0 1. TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TEST. HYD > C) TMK ELEVATION TO CALCULATE TOP OF TANK ELEVATION. START WITH 18* MINIMUM DEPTH OF VAPOR 2. TANK AND PRIMARY PIPING ROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. Il 0 .0 PER FOOT MAXIMUM TO 3. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. .j E Q RECOVERY LINE AT THE FARTHEST DISPENSER AND SLOPE 1/4 0 LO /N \1 REQUIRED 6*-6* OVERHEAD 2 1/16- PER FOOT MINIMUM. ADD 12- AT THE TANK. ADD 13" (FOR 3* PIPE) OR 8" FOR 2") 4. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETEC11ON SYSTEM. ONLY P.U.E.- io FOR A CHANGE IN PIPING DIRECTION OTHER THAN 90 OR 45 . SET TANKS 6" DEEP& THAN A TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (ILAKE TEST) WITH > ILL 0 CALCULATED AS PRECAUTION. IN NO EVENT SHALL THE TANK BE BURIED LESS THAN 4'-0" STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT OR CERTIFIED USING SUMP BELOW FINISHED GRADE OR DEEPER THAN 7'-0" BELOW FINISHED GRADE. SEE MANUFACTURERS MANUFACTURIER'S APPROVED TEST PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT PER UST REGULATIONS. THE OWNER'S INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FROM 1/4 PER FOOT SHALL ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. (0 >_ A\ BE REPORTED TO THE OWNER'S ENGINEER. TANK SYSTEM, LEAK DETECTORS ANO MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK SYSTEM BUNG PLACED IN OPERATION. (D 0 Nu" E NOTES AN UNAMORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR 0 ADA COMFj AN 46 46 1 1. RELOCATE EXISTING WHEEL STOPS ATPARKING STALLS ADJACENT TO BUILDING. TOT K OPERATIONS. EVIDENCE OF FINANCIAL RESPONSIBILfrY SHALL BE SUBMITTED TO GOVERNING AGENCY. 39 2. LOWER EXISTING ESO AT STOREFRONT TO MAXIMUM 54" ABOVE FINISH GRADE. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NA11ONALLY RECOGNIZED CODES, (E) 4- PVC CONDUIT W LOCAL CODES AND GOVERNING AUTHORITIES. A 4-750 kcmil AL XHHW BLEB 3. INSTALL NEW INTERNATIONAL SYMBOL OF ACCESSIBILITY AT PRIMARY STORE ENTRANCE. THE UNDERGROUND STORAGE TANK '3YSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. (D POLE NUMBER 510021 43 4. ADJUST EXISTING DOOR FOR OPENING PRESSURE/CLOSING TIME AT UNISEX RESTROOM. ALL CONTINUOUS MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIRCATIONS. 0 8 5. INSTALL NEW WALL MOUNTED SIGN AT UNISEX RESTROOM. SEE SHEET Al-1. PAYMENT OF ALL APPLICABLE LIST CPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION VEEDER ROOT *42!-er 6. RELOCATE TOILET FLUSH VALVE TO WIDE SIDE OF WALL. WITHIN 30 DAYS OF THE FINAL INSPECTION. 40 ALARM MONITOR TANK TEST METHOD: UNDERRILL WITH ULLAGE TANK TIGHTNESS TEST METHODS: PRODUCT LEVEL IN THE TANK TIGHTNESS TEST SYSTEM 7. RELOCATE EXISTING TOILET PAPER DISPENSER TO PROPER HEIGHT. SEE SHEET A11-1. METHOD IS RAISED TO THE OVERFILI_ PREVENTION DEVICE SET POINT -- 95% (HIGH LEVEL TO WHICH A PRODUCT CAN BE 44 pfl). ADDED TO THE TANK) OR THE TANK TIGHT-NESS TEST METHOD CERTIFICATION LEVEL OR IN ANOTHER METHOD THE 12 11 1'3 AM/PM BUILDING B. RELOCATE EXISTING WALL MOUNTED TRASH RECEPTACLE TOPROPER HEIGHT AT UNISEX RESTROOM. SEE SHEET Al-1. PRODUCT LEVEL IN THE TANK IS RAISED TO THE REGULATORY LEVEL OR THE TEST EQUIPMENT CERTIFICATION LEVEL, 31 24 A 9. RELOCATE EXISTING LAVATORY TO PROPER HEIGHT AND INSULATE PIPES IN UNISEX RESTROOM. SEE SHEET Al-1. WHICH EVER IS HIGHER® AND THEN THE CERTIFIED VOLUMETRIC TEST IS CONDUCTED. THIS TESTS BE 45 1 FOLLOWED BY THE ULLAGE TEST METHOD, WHICH IS THIRD PARTY CERTIFIED TO DETECT LEAKS FROM THE PORTION Tr. v 10. REPLACE/INSTALL PUSH BUTTON/LEVER RELEASE DOOR LOCK MECHANISM AT UNISEX RESTROOM. OR THE TANK WHICH DOES NOT CONTAIN LIQUID, C) 47 FINAL FACILITY EQUIPMENT LOCATIONS TO BE APPROVED BY BP TERMINAL DISTRIBUTION PRIOR TO SUBMITTAL FOR PERMITS 34 35 TI TO ENSURE CLEAR AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERA DNS. 30 & A TypSTANDARD DETAILS COMMENT REPORT 1 25 6 0-87 eM f °� y _ °� .- 25 THE STANDARD DETAILS BELOW MAY EITHER NOT BE APPLICABLE TO THE SCOPE OF WORK POLE NUMBER A 6 0 OF THE PROJECT, OR MAY ONLY PARTIALJ_Y BE REFLECTIVE OF THE SCOPE OF WORK. THE 510010 36 0-8REMAINING PORTIONS OF THE DETAILS NOT LISTED BELOW WILL. APPLY TO THE SCOPE OF WORK. T 7 18 >-, 3." (E) CANOPY. I - E SHEET TK3-1 (487 swum "-�34 DETAIL 8 41 - DETAIL DOES NOT REFLECT CORRECT SIZE & CONFIGURATION OF DI OF IINE CT FI7�_ _0 FILL/ VAPOR SUMP. CORRECT SUPS DIA. HALL BE XERXES 48 PONTERCEPT ELI) ffH 33" OFFSET SUMP REDUCER. (PHIL FG-4933SRO). VERMEXAC N. SUMP W 28 3 5HE]U T TYP. 14 ..trl j DETAIL 5 VENT RISER ASSEMBLY IS EXISTING TO REMAIN, REFER TO FILL 9 0 PRESSURE VACUUM VENT CAP INFORMATION ONLY. IF NECESSARY D CAPINr-- REPLACE (E) SWING JOINT WITH FRP ELBOW PIPING ONLY. 4' CONCRETE APPRO 1 1 CONCRETE APPROACH ETT DETAIL 14 NON-APPUCAB!-E. PA.0B1'MPFR POST ARE EXISTING. DETAIL 15 ISLAND BUMPER POST IS NOT DESIGNED TO MEET THE UNIFORM KETTLEMAN LANE FIRE CODE. POST SHOULD BE SET NOT LESS THAN 3 FEET DEEP IN A CONCRETE FOOT] 3 OF NOT LESS THAN 15-INCH DETAIL - 16 DISPENSER ISLAND DETAIL WILL NOT BE USED. REFER TO 24 INSTALL 2 HPVARIABLE SPEED TURBINES AND ASSOCIATED EQUIPMENT. INSTALL (1) TUR13INE IN THE PRIMARY UNLEADED TANK. DETAIL ON SHEET A 1-1 FOR CORRECT ISLAND FORM SIZES. INSTALL (1) TURBINE IN THE SECONDARY UNLEADED TANK. THE REGULAR UNLEADED TURBINES SHALL BE IMANIFOLDED TOGETHER (BAUL VALVE NORMALLY OPENED) IN MASTER/SLAVE CONFIGURATION. INSTALL CHECK VALVES IN THE TURBINES TO PROVIDE SHEET TK4-3 z: BACK FLOW PREVENTION. THE PREMIUM TANK SHALL HAVE A SINGLE TURBINE INSTALLED. ALL TURBINES ARE TO BE EQUIPPED WITH I TANK AND PIPING INSTALLATION NOTES 3 GPH ELECTRONIC LINE LEAK DETECTORS. SET TURBINE INTAKES AT 6" FROM BOTTOM OF TANKS. TURBINES TO BE EQUIPPED ITEM - 3 < WITH INTAKE FILTER SCREEN. SEE DETAIL 2 SHEET TK 3-2. 0. 0 1 NOT USED (::g) ALL NEW PIPING TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND 2 INSTALL A 6" REINFORCED CONCRETES OVER TANKS. SET MANHOLE COVERS INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE -TANK SUMP 11-1/2- ABOVE SLAB. SEE DETAIL #18 ON DWG. TK3-5. TO THE VAPOR RECOVERY MANIFOLD, MAIN PRODUCT LINES SHALL PROVIDE AT LEAST 4 FEET OF STRAJGHT FRP PIPE RUN BEFORE A CHANGE OF DIRECTION OF MORE NOT USED THAN 30 DEGREES. C) NOT USED 26 INSTALL NEW UNDER DISPENSER CONTAINMENT SUMPS WITH NON-DISCRIMINATING SENSORS. SENSOR SHALL D E CL 5 NOT USED BE WIRED FOR DISPENSER SHUT-DOWN UPON DETECT10N OF ANY LIQUID. SEE SHEET TK3-3. Ln 0- INSTALL 3- SINGLE WALL STAGE 11 VAPOR RECOVERY LINE FOR -BALANCE- VAPOR RECOVERY SYSTEM. 27 INSTALL NEW 48- FIBERGLASS TURBINE CONTAINMENT SUMPS. SLOPE 1/8- PER FOOT MINIMUM TO TANKS. SEE DETAILS AND SECTIONS ON DWGS. TK3-2, & 1K3-3 INSTALL A 42" DIA. MANHOLE WITH MANHOLE SKIRT AND U HANDLE. INSTALL NEW NON-DISCRIMINATING A 10 SENSORS IN TURBINE SUMPS. SENSORS TO BE WIRED FOR TURBINE SHUT DOWN UPON ANY DETECTION OF LIQUIDS. INSTALL (2) 2" DOUBLE WALL PRODUCT LINES. LINES TO BE EQUIPPED WITH LIQUID LEAK MONITOR SENSORSEEDGENERAL NOTES < LAJ IN PIPING SUMP ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN. SLOPE 1/8- PER FOOT MINIMUM TO ETAIL 1 & 3 SHEET TK3-1. V) TANKS. SEE DETAIL 1 & #2 ON DWG. E2-3 FOR SUMP SENSOR DETAIL SEE DWG. E2-2 FOR WIRING DIAGRAM. INSTALL NEW 42" FIBERGLASS FILL/ VAPOR CONTAINMENT SUMPS WITH SUMP REDUCER (PHIL-TITE FG-4933SRO). GENERAL CONTRACTOR SHALL PROPERLY PREPARE AND PAINT ALL ISLAND FORMS, BOLLARDS, CANOPY COLUMNS TION AND INSTRUCTIONS. AND VENT RISER ASSEMBLIES, WHETHER NEW OR EXISTING, PER BPARCO STANDARD SPECIFICATIONS. u) LLJ 0 PIPING SHALL BE INS ALLED PER MIMUFACTURER'S RECO MMENDA WITH NEW 36" ULT( PORT MANHOLE AT IFILL/VAPOR RISER AND NEW 5 GAt- SPILL CONTAINMENT BUCKETS. INSTALL CARB CERTIFIED GENERAL CONTRACTOR SHALL PRESSURE WASH YARD, STORE EXTERIOR AND CANOPY FASCIA AND UNDERSIDE INSTALL *VEEDER ROOT" TANK AND UNE ALARM CONTROL PANEL MODELITLS-350 IN BUILDING EVR EQUIPMENT. SEE SHEET TK 4-3.INSTALL NEW NON-DISCRIMINATING SENSORS IN FILL/VAPOR SUMPS. SENSORS TO BE WIRED FOR PRIOR TO STORE RE-OPENING. al SEE DRAWING E2-2 FOR LEAK DETECTION AND DISPENSER WIRING DIAG TURBINE SHUT DOWN UPON ANY DETECTION OF LIQUIDS. INSTALL ATG IN THIRD BUNG OF SUMP. SEE DETAIL 7 SHEET TK3-1 X 0 -0 0 SEE ELECTRICAL DRAWINGS FOR EXACT LOCATION. AND DETAIL A & 19 SHEET TK3-5. GENERAL CONTRACTOR SHALL PROVIDE AN ELECTRICIAN AND SUPERINTENDENT DURING STORE RE-OPENING 00 ck� 29 INSTALL NEW STRAIGHT DROP TUBES. SEE DETAIL 8 SHEET TK3-1. 0 HOURS SUP RT TIME Ljj co _j 0- (ZD NOT USED GENERAL CONTRACTOR SHALL PULL BACK ALL TEST REDUCERS AT SECONDARY CONTAIN ENT TER INATIONS 30 FORM AND POUR NEW 3'-0'* x 3'-0" x 6' THICK REINFORCED CONCRETE SLAB ON GRADE. RECONFIGURE WATER AND ELECTRICAL A WITHIN CONTAINMENT SUMPS AFTER COMPLETION OF TESTING TO ALLOW FREE FLOW OF LIQUID TOSENSORS. QD NOT USED UUNWITS AS NECESSARY. REINSTALL AIR/WATER UNIT. 3 (:jD INSTALL PVC COATED RIGID CONDUITS FOR SUBMERSIBLE PUMP POWER. ONE AT EACH TURBINE SUMP). INSTALL (4) NEW 4" FIBERGLASS ANNULAR SPACE RISERS. SEE DETAIL 8 SHEET TK3-1. I>R!l onoup 1?qr_ INSTALL ONE SPARE 3/4" CONDUIT AT EACH TURBINE SUMP FOR FUTURE TANK SYSTEM DIAGNOSTICS. (32CONTRACTOR TO SLURRY SEAL AND RE-STRIPE ENTIRE LOT W/ NEW HANDICAPPED ACCESSIBLE PARKING. ARMT&MR9-KNGVfl2MWG 12 INSTALL 4 ANNULAR SPACE MONITOR PROBES. SEE DETAIL #4 ON DWG. E2-3. SEE DETAIL 1 SHT. A1-1. RELOCATE PARKING STALL -Kff=NWWAL .9MM 13 INSTALL BALL FLOAT VALV%XTRACTOR ASSEMBLY FOR VENT & STAGE 11 VAPOR RECOVERY. 3W MXXA� WWI SUM 210 SEE DETAIL #1 ON DWG. 3-1. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SCOPE OF WORK. NOMH ROSEVILIZ CA VJ66 (916) 7-n- 1 2M5 14 SEE DRAWING E2-4 FOR MONITORING CONDUIT DETAIL AND E2-3 FOR SENSOR AND PROBE MOUNTING DETAILS. A 3 INSTALL NEW CONCRETE DRIVE SLAB TO MATCH EXISTING. EXTEND CONCRETE DRrVE SLAB 14 FEET OUT MSH 3E AN F. ZITA. ARCHITECT zj_\ 0 20 40 W 15 NOT USED 35 IN SH A 1-1. TYP. OF 4) 1 1 1 (a) NOT USED 36 NECES Qj) FOR IDENTIFICATION MARKINGS AT TANK MANHOLES, SEE DETAIL #19 ON DWG. TK3-5. ( IN FEET 18 INSTALL 3- DOUBLE WALL FIBERGLASS ACTIVE SIPHON BETWEEN 87 OCTANE TANKS AS SHOWN. A (17:) INSTALL 2wO SINGLE WALL FIBERGLASS ELBOW AND VENT LINE PORTION AS NECESSARY. CONNECT TO EXISTING VENT LINES AT 1 inch =20 ft. SEE DETAILS #1, #3, & #6 ON DWG. TK3-2 Z3 3 2 19 POINT OF INTERCEPTION. SLOPE TO MATC�H �EXING VENT LINES. SEE SHEET IK'A-1, D TK A _�N EFT-EC I J -TOBPARCO ":1;111� D CATIONS. INSTALL (4) (TOKHEIM 322C), SINGLE HOSE PER SIDE, BLENDING ULT(--PRODUCT DISPENSERS AS SHOWN. _EC "L'O'§*-W�B� :1 DISPENSERS TO BE FITTED WTTH BALANCE STAGE 11 HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER 38 R AIT EXISTING T SE S A LIGHT , EFLEC EQUfkMENTS. REFER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES, MONITORING SENSORS AND 3g INSTALL NEW POLE MOUNTED ADA PARKING SIGNAGE. SEE DETAIL 2 SHEET A11-1 3MI INTERCOM. SEE DWGS. TK33 AND TK3-4 FOR TYPICAL INSTALLATION DETAILS. SEE DWG. E2-2 FOR S. consultan J UPGRADE EXISTIG ELECTRICAL PANELS FORT RIES AND DISPENSERS® SEE ELECTRICAL PS. _' DISPENSER WIRING DIAGRAM. START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE 5314.10 LINES WITH 200 GALLONS PER HOSE MINIMUM. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER master release date INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. 41 INSTALL (1) 3/4" CONDUIT FOR FUTURE ISO FROM TANK VENT RISERS TO ERR ROOT PANEL. 20 I q INSTALL STATIC GROUNDING SYSTEM AS PER DETAIL 12 ON DWG. E2-4. IN 1 1 C DUIT FROM BACK N LU FOR FUTURE VIDEO UMERAS. Z_1�� 43 NO. BP WEST COAST PRODUCTS MASTER REVISIONS exe A Project master 21 NOT USED INSTALL NEW CONCRETE ADA RAMP. SEED SHEET Al_1. date drawn by 22 INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO 44 STRIPE NEW ADA ACCESSIBLE PATH OF TRAVEL 48' MIN WIDE. NO._- DATE REVISIONS BY __ PROJECT RELEASE PROVIDE AN UNOBSTRUCTED VIEW TO TRUCK DRIVER. 1 8/26/02 REVISED PER BID ADDENDUM #1 CAM Filename SEE DETAIL #4 ON DWG. E2-3 FOR MOUNTING REQUIRE MIENTS.. 45FRAME AND POUR NEW POR11ON OF CONCRETE SIDE WALK. PROVIDE IN 12' RADIUS AT CORNER. MATCH EXISTING REINFORCING, PERMIT E6CD_2076TK1._1 23 2 3/28/03 RIAISED PER BUILDING PLAN CHECK COMMENTS CAM Foci lity/P role at NOT USED CONCRETE THICKNESS, AND GRADES. DOWEL NEW SLAB INTO EXISTING AS NECESSARY. DIAL TOLL FREE 24 INSTALL 2 HP VARIABLE SPEED TURBINES AND ASSOCIATED EQUIPMENT. INSTALL (1) TURBINE IN THE PRIMARY UNLEADED CR) IN FILL EXTERIOR OR OPENING WITH 22 GA. METAL STUD AND BATT INSULATION. FINISH UTERIO R WALL TO MATCH I4 NG. 1 -800-227-2600 3 5/9/03 REVISED PER E.H. COMMENTS CAM BID 02076 TANK. INSTALL (1) TURBINE IN THE SECONDARY UNLEADED TANK. THE REGULAR UNLEADED TURBINES SHALL BE IFOLDED FINISH EXTERIOR WALL TO MATCH EXISTING. FINISH INTERIOR TO MATCH EXISTING AT DOOR LOCATIONS. AT LEAST TWO DAYS TOGETHER (BALL VALVE NORMALLY OPENED) IN MASTER/SLAVE CONFIGURATION. INSTALL CHECK VALVES IN THE TURBINES TO INSTALL PIGEON SCREENING UNDER CANOPY AT BUILDING. BEFORE YOU DIG CONST. sheet name PROVIDE BACK FLOW PREVENTION. THE PREMIUM TANKS HAVE A SINGLE TURBINE INSTALLED. ALL TURBINES ARE TO BE EQUIPPED WITH 3 GPH ELECTRONIC LINE LEAK DETECTORS. SET TURBINE INTAKES AT 6* F-ROM BOTTOM OF TANKS. TURBI NESC48D INSTALL PORTION OF AC PAVING MATCH EXISTING AGGREGATE BASE AND PAVING THICKNESS. MATCH EXISTING GRADES. TK1 - 1 TO BE EQUIPPED WITH INTAKE FILTER SCREEN. SEE DETAIL 2 SHEET TK 3-2. 49 REINSTALL CONCRETE WHERE STOPS. LOCATE 2'-0' CLEAR FROM EXISTING CONCRETE WALK. UNDERGROUND SERVICE ALERT(USA) OF CAUFORK LA MS-BUILT